Theory of Structures The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is 4 1 2 3 4 1 2 3 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The area of the core of a column of cross sectional area A, is (1/12) A (1/6) A (1/18) A (1/3) A (1/12) A (1/6) A (1/18) A (1/3) A ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures Gradually applied static loads do not change with time their Magnitude All of these Direction Point of application Magnitude All of these Direction Point of application ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The stiffness of the close coil helical spring is 4D3N/d4n 8D3N/d4n d4N/8D3n d4N/4D3n 4D3N/d4n 8D3N/d4n d4N/8D3n d4N/4D3n ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A steel bar 20 mm in diameter simply-supported at its ends over a total span of 40 cm carries a load at its centre. If the maximum stress induced in the bar is limited to N/mm², the bending strain energy stored in the bar, is 411 N mm 711 N mm 511 N mm 611 N mm 411 N mm 711 N mm 511 N mm 611 N mm ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The equivalent length is of a column of length having both the ends fixed, is L L/2 2 L l L L/2 2 L l ANSWER DOWNLOAD EXAMIANS APP
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